The elastic property of near surface materials of the earth, especially the shear strength efficiency and its effect on the propagation of seismic waves in the geotechnical study of the site is of particular importance. The velocity of the shear waves is used to determine the degree of soil stiffness. In this study, Multi-channel Analysis of Surface Wave (MASW) method was used since it is an accessible, fast and low-cost method. In this method, the inverse of the dispersion curve of Rayleigh wave obtained from MASW was used due to the availability of the instrument and the reliability of the results for calculating shear wave velocity. The relevant data was collected in 25 cities. In this study, one station was selected and its results were compared with the results obtained from geotechnical boreholes for shear wave velocity and soil type. The results of the comparison show acceptable level of matching in these two data sets.